HomeMy WebLinkAboutValley View Golf Course Water Main Extension GY BLVD. n PROPOSED WATER MAIN EXTENSION ov.
FOR VALLEY VIEW GOLF CLUB
NATURAL GAS \ HYDRANT N0.I GENERAL NOTES CONSTRUCTION NOTES
.- ' /NEW TAP WATER MAIN BY W
..._..__..._._ ._........_ _._.____�_..__. / CITY BOZEMAN.(AT OWNERS
\ 6'x2'BRONZE DBL STRAP MUE E%P SE)18'x6'SMITH-BLAIR t622 rW►. ^
'•\ _ - _ - _. \ - TAPPING SADDLE&2'MUELLER CORP. _ _.a-. 1 / TA LNG SLEEVE AND6'
HYDRANT N0.2 STOP-H 1500,6'OF 2'TYPE K"COrPPR� -.: - / PPINQVAL4 ARE TO E FURNISHED
AND MUELLER 2'CURB STOP H-1 \ / AND-M4$TAlI BY CONTRACTG+7 NITI 1. ELEVATIONS ARE BASED ON CONTOUR MAP PROVIDED BY ARCHITECTURAL FIRM AND THE 1. SEE ARTICLE 6-SEC.6.3 OF THE MPW STANDARD i
` O . / _ THE CITY OF BOZEMAN MAKING TIT" LOCATION AND OR ELEVATION E EXISTING UTILITIES SHOWN IN THESE PLANS ARE BASED SPECIFICATIONS FOR CONTRACTORS RESPONSIBILITY
CU-_RR HOX-EW STA.ROD. \ ACTUAL TM ON RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN RECORDS. THE (TO BE DISCUSSED 0 PRE-CONSTRUCTION MEETING). ; o
INFORMATION IS'10T TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR A MUST CALL FOP 'IIUTY LOCATION AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND n
REQUEST EXP.;I MELD LOCATIONS of ALL UTILITIES.IT IS THE RESPONSIBILITY OF THE "'�•
•\. , TfIA• M I` _- _ - PROVEME _ ON THE PLANS OR CONTAINED IN THE SPECIFICATIONS POSED IM- y 18 % MONO
m
- --____-_- `-_----. __'--_`--------------'---___I�__--- _ \5�09 \ �09.. N� - 'ELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH PRO CITY OF BOZEMAN WATER PERSONNEL TO BE GIVEN oo$
CONTRACTOR �� t
WIN � 24 HR.ADVANCE NOTICE PRIOR TO EXCAVATING
``\\ 6 TEE AND 1HRUST \ YY WATER MAIN AND 8'SANITARY SEWER MAIN.
\ - 6'CAP AND BLOpf FOR HYDRANT \ '-i 6"PEE AND 1ARUST 2. WATER MAUL C 4:'TRUCTION SHALL E hCCORDANCE PATH MPW STANDARD SPEGFCATIONS DRAWN BY: ROM
THRUST BLOCK iRLOCKFQR HYDRAN
N0.2 5 y�,n 1 AND THE GO i'A�BOZEMAN Gl'Y$TANf,ARO REVISIONS INCLUDING STANDARD DRAWINGS
` 3. TAPPING TEE AND VALVE R BE FURNISHED AND CHECKED BY: JS
\ WATER SERVICE TO GOLF CLUB BZN 0 MPW 022'/,1-1•MPW/BZN REVISia 02718-1,BZN 02718-8,BZN 02213-2,BZN 02716-4, INSTALLED BY CONTRACTOR PATH TAP BEING MADE
EXISTING RE \ TO BE INSTALLED BY C.O.B.TO { / BZN 02718-5, BY C.O.B.0 OWNERS EXPENSE. JOB NO.: 9318
/ UTILITY EA M \ AND INCLUDING METER AND DBL.
\ CHECK VALVE O OWNER EXPENSE. CAS 1\ \ m
APPLY 0 C.O.B.ENGINEERS OFFICE LINE
J. NOT USED CERTIFICATE
FOR SERVICE. \ 4 FOR UNDERGROUND PIPING"IS- "CONTRACTOR'S MATERIALS TOET COMPLETED k' °�' sz
/ \ \\ •I ^ �a AND SUBMITTED TO THE CITY OF SERVICE PRIOR
4. A PRECONSTRUC TION MEETING SHALL BE HELD WITH THE CONTRACTOR,ENGINEER,AND THE TO THE ACTIVATION OF THE FIRE SERVICE LINE
CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SHOP DRAWINGS AND SUBMITTALS MUST BE
SUBMITTED TO C.O.B.FOR REVIEW 2 DAYS PRIOR TO PRECONSTRUCTION MEETING. m v,
5. NEW 6"WATER MAIN EXTENSION SHALL BE k'
CHLORINATED,PRESSURE TESTED AND PASS i
5- NOT USED. BACTERIOLOGICAL TESTING AS PER MPW AND a
CITY OF BOZEMAN REQUIREMENTS.NEW 6'WATER
\ MAIN EXTENSION SHALL BE INSTALLED PATH NO w J
6. TRAFFIC CONTP.x FOR WORK CONDUCTED IN THE STREET WILL BE REQUIRED,AND CONDUCTED LESS COVER THAN THAT OVER THE EXISTING WATER o
'\ - \b, \ IN ACCORDAk`E WITH MPW STANDARD SPECIFICATIONS AND THE CITY OF BOZEMAN REGULATIONS.
\ ` b MAIN AND EVERY ATTEMPT SHOULD BE MADE TO m
b OBTAIN THE MINIMUM REQUIREMENT OF 6'6"OF COVER
\ /
7 6. APPLICATION FOR THE NEW WATER SERVICE i
•'p •'\` _ \ �j� CAST ELEVATIONS DETERMINED FROM B.M.FIREHYDRANT#385 SHALL BE MADE AT CITY OFFICES,35 NORTH
BOZEMAN AVE.,BOZEMAN,MT.
LT(4885J9)
\,
7. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS
OF NEW MAIN EXTENSION TO ENGINEER OF RECORD.
ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO
CITY OF BOZEMAN.,
lf� OS - 8. ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE
RATING OF 175 PSI.
CID
0'
LL
xJ
A WATER MAIN EXTENSION SITE PLAN
F7
i� 8 88j g
N raj 1 _
N
N l -
FINISHED.GRAE. _
4890.9
4890.0 4889.
48689 _ 4888.0 + .
5.5' - _- SMITH-BLAIR 0622
VER 4885.8 TAPPING SLEEVE
4886,0 - .0 ._
4883.3 Cl 51 WATER� T.O.8'MAIN 4.2 ESTIMATED ELEVATION
4884.0 T.O.6" -_ _ — _ -4ffl4 DETERMINE ACTU -- - EXISTING 18"MAIN
--- ELEVATION IN FIELD
15"MAIN
4882.0 -r �MON 48 2.0 6"TAPPING
TOTAL LENGTH r DEPTH MEASURED
AT
GR-0.38R NEAREST NANFIE 6'DUCTILE
-9
VERIFY 1N "
4880.0 L=257'OF CS _ _ --_ _ D -
IRON PIPE
.-6"MECH JOINT-45'ELBOW
d \
w/THRUST BLOCK \
1 _ k Wi n 6"MAIN
0
- • — — F Z
3/4'RESTRAINING ROD
0 EVERY OTHER AVAILABLE HOLE
f 1
22 w u 42 lei.
�_ 93094
0 / < _ THRL45T BLOCK O
+ J Fi
WATER MAIN EXTENSION
SCALE: HOR12.,"=30• a TAPPING TM DETAIL
PROFILE VERT 1
'=4' IL